BB Court SOW 27 Aug 20.pdf

Statement of Work for preparing and providing a Commercial Grade Outdoor Tile Basketball Court and concrete base near Dormitory J00572, McChord Field at Joint Base Lewis McChord near

Lakewood, Washington.

IJO DEO180098J 27 Aug 2020

1. General: This is a non-personnel construction to construct a concrete slab and subbase and install a basketball court. The concrete slab shall accommodate a manufactured outdoor interlocking tile

NBA full size Basketball Court. See Technical Exhibit 1 attached showing the location of the

Basketball Court. The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other non-personnel work necessary to perform preparation and installation of the Basketball Court to include two Basketball Goals with nets, see

Scope section below . Prospective bidders are recommended to do a site visit prior to bid. The contractor shall attend a post award meeting a minimum of 5 working days prior to starting work and after the digging permit is obtained.

2. Scope:

a. Concrete Pad and Subbase (Base CLIN 0001):

1. Obtain a Digging Permit before starting clearing, grubbing and excavation work. Hydrant water may be used upon request. If approved, the contractor must provide a certified and inspected backflow preventer per Washington State and JBLM standards. Excavate the area to accept the subbase. Haul excavation off Post. The subbase shall be 4" thick, ¾" minus crushed rock compacted to a 95% of the Proctor Test under the concrete placement area.

2. Install a 4" actual depth of4000 psi @28 day strength and a 5-7% air entrainment exterior with 3" +- 1" slum p concrete upon the prepared subbase. Pumped concrete may use an increased slump as recommended by the concrete manufacturer. Use a concrete vibrator to consolidate concrete. The concrete sha ll have 4x4 woven wire mesh

(wwm) installed in the middle of the slab thickness, supported and tied to concrete

"dobie" bricks. Allow 2" clearance from the end of the wwm to the concrete edges.

Chamfer all exposed concrete edges both vertical and horizontal to prevent injuries from cuts and scrapes Overlap of wwm sheets or rolls shall be staggered 2" in each direction. All concrete shall be formed. Use non-toxic form release agent on forms. Slope concrete to drain as recommended by the court tile manufacturer. Provide crack control joint s in square pattern and as required by the contract or to prevent uncontrolled concrete cracking. Saw cut joint s shall be made after sur face water has disappeared and to eliminate any raveling usually 5-8hours after placement. Any uncontrolled concrete cracking shall be the responsibility of the contractor to fix at no additional cost to the

Government. Use opaque nontoxic concrete curing compound (white). Allow 21 calendar days of curing before installation of tile. Clean concrete just before installation ion of tile court per manufacturer instruct ions.

3. Area of concrete shall include Official NBA playing area (94' X50') and out of bounds of two feet around and as per tile court manufacturer's recommendations. Concrete court edge should be 1 inch above ground level. Slope 1 inch edge gradually

(approximately1/4"/foot) to existing grade using crushed gravel border. See TE-3 typical cross section attached.

4. JBLM specific design standards for concrete are listed in the applicable paragraphs below. The contractor may request the JBLM Design standards for concrete for informational use only, not as part of the contract. Submit the request to the MICC Contracting Office.

5. Provide shop drawings for formwork. Formwork shop drawings shall be in accordance with the requirements of JBLM Design Standards/UFGS (Unified Facilities

Guide Specifications) section 03 30 00 paragraph 1.6.2.1 which states “Formwork.

Drawings showing details of formwork including, but not limited to; joints, supports, studding and shoring, and sequence of form and shoring removal. Indicate placement schedule, construction, location and method of forming control joints. Include locations of inserts, conduit, sleeves and other embedded items. Submit form removal schedule indicating element and minimum length of time for form removal.” As appropriate for this scope of work.

6. Maximum Allowable Construction Joint Spacing shall be in accordance with the requirements of JBLM Design Standards/UFGS Section 03 30 00 Paragraph 3.11.1.1b which states “In slabs on ground, so as divide slab into areas not in excess of 111.5 meter (1,200 square feet).”

7. All work on control joints and construction joints shall be accordance with the requirements of JBLM Design Standards/UFGS Section 03 30 00 paragraphs and subparagraphs 3.11.1 to 3.11.4.as follows;

8. Construction Joints

7.1 Make and locate joints not indicated so as not to impair strength and appearance of the structure, as approved. Joints must be perpendicular to main reinforcement.

Reinforcement must be continued and developed across construction joints. Locate construction joints as follows;

Maximum Allowable Construction Joint Spacing…

In slabs on ground, not in excess of 1,200 square Feet.

7.2 Construction Joints for Constructability Purposes;

At top of slabs on ground

Provide keyways at least 1-1/2 inches deep in construction joints in slabs, or approved bulkheads may be used in slabs.

7.3 Isolation Joints in slabs on Ground;

Provide isolation joints at points of contact between slabs on ground and vertical surfaces. Fill joints with premolded joint filler strips ½ inch thick, extending full slab depth. Install filler strips at proper level below slab surface with a slightly tapered, dress and oiled wood strip temporarily secured to top of filler strip to form a groove not less than ¾ inch in depth where joint is sealed with sealing compound and not less than ¼ inch in depth where joint sealant is not required. Remove wood strip after concrete has set. Clean groove of foreign matter and loose particles after surface has dried.

7.4 Construction Joints in Slabs on Ground.

Under and on exact line of each control joint, cut 50% of welded wire reinforcement before placing concrete. Sawcut contraction joints into slab on ground in accordance with ACI (American Concrete Institute) 301, Section 5. Sawcutting wil be limited to within 12 hours or as required to prevent concrete raveling after set and at ¼ slab depth.

7.5 Sealing concrete to receive BB Tile. Waterproof concrete after curing with a compatible nonhazardous or toxic material as recommended by sealer manufacturer for this application. Sealer must be non-slip finish and not interfere with tile levelness as required by BB tile manufacturer.

9. Ensure manufacturer’s BB Court foundation recommendation is based upon the distance between the backboard and the goal’s pole (center of foundation) and all applicable loads including consideration for player’s weight and load performing a dunk.

10. Clean work area daily. Restore and seed all disturbed soil areas.

b. Tile Court: (Base CLIN 0001)

1. Interlocking Outdoor Game Tiles shall be from a manufacturer that produces commercial grade sports tiles for outside Basketball courts made in USA.

2. Tiles shall be a manufactured high impact copolymer polypropylene with ultraviolet stabilizer, algae and fungus resistant and contain an anti-oxidant additive. Molded in open-grid square tiles for ease of installation and free draining. Tiles shall be a shock absorbing design. Provide all manufacturer's locking mechanisms, anchorage screws as necessary to provide a complete installation. All striping and logo shall be completed at the factory under controlled conditions. Logo shall be located in the jump ball circle and shall have the words "McChord Field".

3. Colors and Design of the Court shall be submitted for approval before manufacturing.

4. When the tiles, basketball goals, nets and accessories arrive, they will be inspected and stored off site in a heated storage area available to co-inspections by the contractor

Quality Control Representative and the Government Quality Assurance Representative prior to installation .

5. Installation shall be in strict accordance with tile court manufacturer's instructions.

6. Install Tapcon type concrete screw anchors on every other tile on one long side of the court in conformance with the manufacturer's recommendations. Provide one box of

Tapcon type screws to the Government as spares.

7. Provide an additional 4 of each color of tile as spares to be turned over to the

Government.

c. Basket Ball Goals, Backboards, Rims and Nets. (Base CLIN 0002)

1. See Technical Exhi bit 2 for Basket Ball court, Poles, Arms, Backboards, Rims and Nets for dimensions and details. The combination of the preceding items, other than the

Basketball Court, will be considered a Goal. The contractor shall provide and install two

Goals.

2. Goal Poles shall be set in concrete and as recommended by the pole/ tile manufacturer. Unless otherwise specified, normally a rule of thumb for Basketball pole holes is a depth of ¼ the pole height and three times the pole diameter. Refer to paragraph 2.a.2 above for applicable concrete information. Locate pole foundation so that the back of the backboard is even with Court out of bounds and the rim elevation is 10ft above the tile court floor elevation. Backboards shall rectangular, not fan types and be clear shatterproof Plexiglas.

3. If the tile manufacturer offers the Basketball Goals, the contractor should purchase the items from the tile manufacturer for consistency.

4. Provide two additional nets as spares to the Government.

d. Basketball Lighting (Option CLIN 0003)

1. Provide four pole mounted lights and required work to comply with the Court manufacturer’s requirements for installation and as specified below.

2. Submit for approval a layout and details for installation and electrical installation and accessories for a complete Light installation, equal to Verasacourt BB Court lights or approved equal.

3. Tie electrical connection to secondary bushing of new pole mounted transformer provided and installed by City Power and Light. Install a Unistrut H frame with a 100 Amp Outdoor Main lug Load Center and a 200 Amp, 120/240 Volt, single phase, 3W form 2S ringless meterbase. Meterbase to have an integral 200 Amp, 2- pole service disconnect. Metering equipment to meet JBLM Advanced Metering Design Standards. Bury Schedule 80 1” ID PVC conduit in a 1Ft x 4Ft deep trench approximately 300 ft +- with a 3” sand around underground (UG) conduit with a standard electrical detection tape buried 18” above then UG conduit. Provide 3 wire THHN# 10 wire. Transition to galvanized steel above ground Ells, elbows, condulets, and fittings shall be provided at no additional cost as required.

Install to the manufacturer’s basketball light pole power tie-in an on/off timer one hour switch 110v/20 Amp in a weatherproof enclosure. ALL ELECTRICAL WORK SHALL BE

PERFORMED BY A JOURNEYMAN WASHINGTON STATE CURRENTLY CERTIFIED

ELECTRICIAN. Electrician doing work shall provide a copy of their current certification card. All electrical work shall be in strict accordance with the latest edition of the National Electrical Code and NFPA requirements. For electrical box supports in ground use “Unistrut” channels w/hardware in 6” thick concrete 10 inches in circular diameter with a slope to drain to existing adjacent ground elevation. Notify Government PM or COR and Public Works/ City Light and Power prior to energizing electrical.

4. Concrete for foundations shall conform to the concrete section above.

5. Coordinate with City Light and Power (CLP) for scheduling of secondary power connection. See TE-1 attached for pole location.

6. The Contractor shall provide the pole mounted transformer and supports and cutouts, tie‐into overhead lines and MUST USE City Light and Power, as the JBLM Privatization contractor to accomplish this work. The utility owner contact information is provided below:

City Light & Power,JBLM@clpinc.com, 253.201.5930. In order to ensure the primary electrical work is completed in accordance with the System owner standards, the connection charge agreement reference is an agreement between the system owner (CLP) and the prime contractor. The agreement allows CLP to be payed by the prime to complete work on the primary electrical distribution and ensures that the system owner maintains full ownership of all new primary electrical distribution assets which is required to complete future O&M under the UP contract.

In no event shall Contractor cap, connect to, or otherwise touch the utility owner’s infrastructure without the utility owner’s (CLP)express written permission.

3. Period of Performance:

a. The contract period of performance is 125 calendar days from notice to proceed or issuance of the order.

b. The contractor shall provide a Gantt type bar chart schedule showing work such as submittals, procurement, review and approval, excavation, concrete placement, tile Basketball Goal installations, Spare items turn over.

c. In addition, inspections, acceptance, punch lists and final acceptance inspections shall be shown on the schedule.

d. Submit the schedule for Government approval within 10 calendar days of receipt of notice to proceed or issuance of order.

e. In addition, inspections, acceptance, punch lists and final acceptance inspections shall be shown on the schedule.

f. Submit the schedule for Government approval within 10 calendar days of receipt of notice to proceed or issuance of order.

4. Quality Control and Quality Assurance:

a. The Contractor is responsible for the quality control of the work. The prime Contractor will assign in writing a Quality Control (QC) Representative for all work. The Prime Contractor's

Superintendent may be assigned by the contractor as the QC Representative. Any subcontractor's may assist the QC person for inspection in their area of expertise. The QC person shall fill out and sign Daily Reports (See TE-4 attached) for each day worked and turn the completed reports into the Government Representative the following working day by

0830.

b. The Government will assign a point of contact to represent the Government as their Quality

Assurance Representative (QAR) to monitor the Contractor's QC performance in accordance with the requirements and specification of the contract.

5. Hours and Days of Work: The contractor shall be required to work normal working hours which are

0730-1630 Monday through Friday, except Federal Holidays. Federal holidays include;

New Year's Day

Martin Luther King's Birthday President's Day

Memorial Day Independence Day Labor Day Columbus Day Veteran's Day Thanksgiving

Day Christmas Day

6. Place of Performance: The work to be performed under this contract will be performed at Joint

Base Lewis McChord, on McChord Field. The contractor will not be required outside of the Base to perform the work other than storage of material and hauling. Any travel and other costs shall be included in the contractor's Firm Fixed Price under this contract.

7. Type of Contract: The Government will award a Firm Fixed Price contract.

8. Security Requirements: Work tasks done under this contract are considered UNCLASSIFIED. The contractor is responsible for providing access clearance requirements for all employees and subcontractors working on this contract.

a. Access and General Protection/Security Policy and Procedures.

The Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area Commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. Additionally, Executive Order 13465, 8 September 2008, mandates that all Federal Contractors and Subcontractors are required to use E-Verify for all employees working directly on any federal contract to determine eligibility to legally work in the United States. It is the responsibility of the employer to provide the employee a copy of the E-Verify. The E-Verify will be used ICW other applicable documentation to determine eligibility for access to JBLM. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or Installation change, the Government may require changes in contractor security matters or processes.

9. Warranty: Upon approved completion of work and before final payment, provide:

a. Tile and Basketball equipment manufacturer's warranty to be turned over to the Government with the contractor's point of contact and phone number for warranty items.

b. Contractor's one year warranty of construction for defective work such as concrete cracking other than control joint s, drainage and equipment installation issues. Provide contractor’s point of contact and phone number for construction and manufacturer's installation warranty it ems.

c. Manufacturer's maintenance instruct ions in an O&M manual to include all products and replacement parts by part number, model and manufacturer.

d. As-built s of the installation on pdf or Autocad.

10. Environmental Requirements:

a. Concrete is a designated item under Section 6002 of the Resource Conservation and Recovery Act. Form release agents, concrete curing agents, and concrete repair materials (leveling and patching agents) are designated under Section 9002 of the Farm Security and Rural Investment Act.

Supplied materials shall meet the recycled and bio-based content requirements therein or qualify for a legally valid exception under RCRA 6002/FSRIA 9002 (note that ground granulated blast furnace slag additive to concrete is likely more conformant with EPA guidance cited at Part 23.7 of the Federal Acquisition Regulation than are coal derivatives such as fly ash, cenospheres, or silica fume).The contractor shall submit documentation demonstrating compliance to the COR or Government Project Manager or justification for legal exception using HJB Form 225 (submitted per instructions on the form).

https://sftool.gov/greenprocurement/green-products/1/construction- materials/29/cement-concrete/0?addon=False https://sftool.gov/greenprocurement/green-products/16/roadway-construction/61/concrete-asphalt-release-fluids/0 http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf https://www.epa.gov/sites/production/files/2015- 09/documents/finaleppguidance.pdf https://www.biopreferred.gov/BioPreferred/faces/pages/ProductCategories.xhtml

b. Environmental Coordination. The Contractor shall comply with all Joint Base Lewis- McChord (JBLM) environmental requirements, including the most current installation regulation 200-1 (Environmental Protection and Enhancement), available at https://www.lewis-mcchord.army.mil/designstandards/pdf/pwref/FLReg_200-1.pdf.

c. Environmental Management System (EMS). The JBLM EMS conforms to the criteria defined in the international standard, ISO 14001:2004 Environmental management systems – Requirements with guidance for use. In accordance with EMS procedures, the Contractor shall be familiar with the JBLM environmental policy and shall ensure that this information is considered and incorporated into this project. Additional information regarding the JBLM EMS is available from the installation EMS Coordinator (253-966-6470).

Both the JBLM environmental policy and an environmental awareness training resource are available at the JBLM EMS webpage: https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/environmental-management-system

d. Sustainable Acquisition. In order to comply with federally mandated sustainable acquisition requirements and Department of Defense (DOD) and Department of the Army (DA) Green Procurement Program (GPP) policies, Joint Base Lewis-McChord (JBLM) requires the purchase, supply, and use of environmentally preferable products and services. Program elements include: recovered material products, energy and water efficient products, alternative fuels and fuel efficiency, bio-based products, non-ozone depleting substances, and environmentally preferable products. For a listing of designated items, associated requirements and managing program websites, see https://sftool.gov/greenprocurement.

Additionally, the JBLM Guide to Sustainable Acquisition for Construction is available in the “Reference Manuals” section of the JBLM Design Standards webpage (https://www.lewis-mcchord.army.mil/designstandards/index1.htm). The Contractor shall comply with all applicable Federal, DOD, Army, and JBLM sustainable acquisition laws and policies. If compliant products are unavailable or determined to be impracticable based on cost or performance, the Contractor shall contact the Contracting Officer or their representative for further guidance. Claims of exception must meet applicable legal criteria and be justified in writing through the submission of a completed HJB Form 225 (Sustainable Acquisition Exception). The form is available at https://www.lewis-mcchord.army.mil/designstandards/DocumentRepositoryForDSLinks/HJB%20225.pdf.

Additional information is available from the JBLM Sustainable Acquisition Program at (253) 966-6466 or usarmy.jblm.id-readiness.list.dpw-green-procurement@mail.mil.

e. Hazardous Materials. For any hazardous materials, the Contractor shall submit an initial list of hazardous materials to be used (including unit of measure and Safety Data Sheet for each product). A copy of these documents must be submitted to the Joint Base Lewis-McChord (JBLM) Pollution Prevention Program (usarmy.jblm.id-readiness.list.dpw-aul@mail.mil) prior to commencement. These items must be reviewed by Pollution Prevention and authorized for use by addition to the contractor’s Authorized Use List (AUL) issued by Pollution Prevention. The Contractor shall not use any hazardous materials not listed on their current AUL issued by Pollution Prevention.

For any in-use hazardous materials, the Contractor shall submit a hazardous material inventory on HJB Form 953 noting the hazardous materials used, the units of measure, quantities used, storage locations, and other information indicated on the form. This inventory shall be submitted at the end of the project. [If the project goes into a new calendar year, the Contractor shall also submit a copy of this inventory (accounting for all hazardous materials) by 15 January.] For any hazardous materials stored on JBLM, this inventory shall be submitted by the 15th day following the calendar year quarter in which the hazardous materials were used or stored. All HJB 953 inventories shall be submitted electronically and addressed to the Contracting Officer or their representative with usarmy.jblm.id-readiness.list.dpw-hm-inventory@mail.mil included in the carbon copy (“cc”) line of the email. Questions regarding the form may be directed to the JBLM Pollution

Prevention Program (966-6469). The current HJB Form 953 and form instructions are available at Section 01 57 19 of the JBLM Design Standards (https://www.lewis-mcchord.army.mil/designstandards/index1.htm). This would apply to items such as dry mix concrete, release agents, curing agents, concrete patch, etc:

f. Stormwater Program: Any ground disturbing activities will require coordination with the

JBLM Stormwater Program Office to ensure compliance with the MS4 permit. At the minimum, erosion and sediment controls must be identified in the Environmental Protection Plan (EPP) submittal prior to construction. Please contact the Stormwater office at:

usarmy.jblm.id-readiness.list.dpw-stormwater1@mail.mil If the project area is less than 5,000 sq ft:

- Construction stormwater pollution prevention practices (BMPs) must be implanted (no SWPPP required)

- Include BMPS in the Environmental Protection Plan

- Turn in site layout map with drainage paths and BMPs to Water Systems Manager

If it is large than 5,000 sq ft but less than an acre:

- JBLM Construction SWPPP (MS4 requirement) shall be prepared and submitted to the Stormwater Program for review and approval.

The Contractor shall confirm the size of the disturbed area to be over 5000 SF and have a construction SWPPP and coordinate with JBLM Stormwater Program Manager. Contractor personnel involved shall be considered the onsite stormwater manager. The contractor storm water manager shall be knowledgeable in Washington State stormwater management and designated in writing from the contractor.

g. Drinking Water:

The drinking water system operations manager must be notified of any spills or discharges to ground or surface water within the 10 year travel zone associated with the potable water East Well (S03) on JBLM by cell phone immediately and a written record of the event must be included by email within 24 hours.

Email: cecil-samuel.a.harper.civ@mail.mil Office: 253-967-2527 Cell: 253-365-1032

Attachments: Technical Exhibits (TE-)

a. TE-1 Site Map and Court Location

b. TE-2 Basketball Court and General Dimensions in 5 sheets (for information only)

c. TE-3 Cross section of Court and Concrete Pad

d. TE-4 Daily Contract Inspection Report

e. TE-5 Transmittal Sheet (ENG FORM 4025 -R, MAR 2012) in 2 sheets